Composite reinforced prestressed concrete special-shaped pipe pile

By adopting composite reinforced prestressed design in concrete special-shaped pipe piles, including multiple sets of reinforcing bars and prestressed steel hoops, the problem of low use strength of existing concrete special-shaped pipe piles is solved, significantly improving their use strength and avoiding cracking.

CN222390428UActive Publication Date: 2025-01-24SHANGHAI XINGSHAN CONCRETE COMPONENT CO LTD
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Patent Information

Application Number
CN202323339213.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2023-12-08
Publication Date
2025-01-24
Estimated Expiration
2033-12-08

AI Technical Summary

Technical Problem

The existing concrete special-shaped pipe piles have low strength and are prone to cracking when impacted by external factors.

Method used

The design of composite reinforcement prestressing concrete alien pipe piles, including concrete piles, end plates, prestressed reinforced hinges, multiple groups of convex, second enhanced tendons, first enhanced tendons, third -enhanced tendons, and fourth enhanced reinforcement. Increase the overall use intensity through these enhanced coordination.

Benefits of technology

It improves the strength of the main body of the concrete special-shaped pipe pile and avoids cracking when impacted by the outside world.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a composite reinforcement prestressed concrete special-shaped pipe pile in the technical field of concrete special-shaped pipe piles, which comprises a concrete special-shaped pipe pile main body, the concrete special-shaped pipe pile main body comprises a concrete pile, end plates are arranged on the left side and the right side of the concrete pile, and four groups of prestressed reinforcement hoops are arranged on the side walls, far away from each other, of the two groups of end plates. Multiple groups of convex edges are arranged on the outer side wall of the concrete pile, first reinforcing ribs are connected between every two of the six groups of second reinforcing ribs, fourth reinforcing ribs are arranged on the inner walls of the multiple groups of convex edges, six groups of third reinforcing ribs are arranged on the inner side walls of the fourth reinforcing ribs, and one ends of the six groups of third reinforcing ribs are connected with the outer side walls of the six groups of second reinforcing ribs respectively; according to the special-shaped concrete pipe pile, under the cooperation of the first reinforcing rib, the second reinforcing rib, the third reinforcing rib and the fourth reinforcing rib, the use strength of the whole special-shaped concrete pipe pile body can be improved, so that the situation of cracking cannot occur when the special-shaped concrete pipe pile body is impacted by an external extrusion device, and the use strength of the special-shaped concrete pipe pile body is improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of concrete special-shaped pipe piles, in particular to a composite reinforced prestressed concrete special-shaped pipe pile. Background Art

[0002] Concrete piles are made of concrete (including ordinary reinforced concrete and prestressed concrete). They have the advantages of saving wood and steel, being durable and inexpensive. They have been widely used in the foundation engineering of hydraulic structures, industrial buildings, civil buildings and bridges. They are also often used for anti-skid or isolation of slope and foundation pit support. Concrete special-shaped pipe piles are a kind of concrete piles. When using concrete special-shaped pipe piles, a pressure device is required to impact them into the soil, and they need to have good strength for use. However, the existing concrete special-shaped pipe piles have low strength for use and are prone to cracking when impacted by the outside world. Therefore, we propose a composite reinforced prestressed concrete special-shaped pipe pile. Summary of the invention

[0003] The utility model aims to provide a composite reinforced prestressed concrete special-shaped pipe pile to solve the problems raised in the above-mentioned background technology.

[0004] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a composite reinforced prestressed concrete special-shaped pipe pile, comprising a concrete special-shaped pipe pile body, the concrete special-shaped pipe pile body comprising a concrete pile, end plates are arranged on both sides of the concrete pile, two groups of end plates are arranged on the side walls away from each other, and four groups of prestressed steel bar hoops are arranged, the outer wall of the concrete pile is provided with multiple groups of convex ribs, six groups of second reinforcing ribs are arranged transversely on the inner wall of the concrete pile, the six groups of second reinforcing ribs are connected with first reinforcing ribs in pairs, the inner walls of the multiple groups of convex ribs are provided with fourth reinforcing ribs, the inner walls of the fourth reinforcing ribs are provided with six groups of third reinforcing ribs, and one ends of the six groups of third reinforcing ribs are respectively connected to the outer walls of the six groups of second reinforcing ribs.

[0005] Furthermore, six groups of the second reinforcing bars are distributed in a circular array inside the concrete pile.

[0006] Furthermore, the first reinforcing rib is arranged in the form of an arc-shaped pile.

[0007] Furthermore, the six groups of the third reinforcing ribs are distributed in a circular array on the inner wall of the fourth reinforcing rib.

[0008] Furthermore, the fourth reinforcing rib is arranged in a ring shape.

[0009] Furthermore, the four groups of prestressed steel bar hoops are distributed in a circular array on the right side wall of the end plate.

[0010] Compared with the prior art, the beneficial effect of the utility model is that the utility model can improve the service strength of the overall concrete special-shaped pipe pile body under the cooperation of the first reinforcement rib, the second reinforcement rib, the third reinforcement rib and the fourth reinforcement rib, so that no cracking will occur when impacted by an external extrusion device, thereby improving the service strength of the concrete special-shaped pipe pile body. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] Figure 1 It is a schematic diagram of the structure of the utility model;

[0012] Figure 2 It is a left view of the interior structure of the concrete pile and the convex ribs of the utility model.

[0013] In the figure: 1. concrete special-shaped pipe pile body; 10. concrete pile; 11. convex rib; 2. end plate; 3. prestressed steel bar hoop; 4. first reinforcing rib; 5. second reinforcing rib; 6. third reinforcing rib; 7. fourth reinforcing rib. Implementation

[0014] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model. Example

[0015] See also Figure 1-2 The utility model provides a technical solution: a composite reinforced prestressed concrete special-shaped pipe pile, comprising a concrete special-shaped pipe pile body 1, the concrete special-shaped pipe pile body 1 comprises a concrete pile 10, end plates 2 are arranged on both sides of the concrete pile 10, four groups of prestressed steel bar hoops 3 are arranged on the side walls away from the two groups of end plates 2, and the four groups of prestressed steel bar hoops 3 are distributed in a ring array on the right side wall of the end plate 2, a plurality of groups of convex ridges 11 are arranged on the outer wall of the concrete pile 10, six groups of second reinforcing ribs 5 are arranged transversely on the inner wall of the concrete pile 10, the six groups of second reinforcing ribs 5 are distributed in a ring array inside the concrete pile 10, and first reinforcing ribs 4 are connected between the six groups of second reinforcing ribs 5, and the first reinforcing ribs 4 are arranged in an arc pile, and the inner walls of the plurality of groups of convex ridges 11 are provided with fourth reinforcing ribs 7, and the fourth reinforcing ribs 7 are arranged in a ring shape, and the inner wall of the fourth reinforcing ribs 7 is provided with six groups of third reinforcing ribs 6, and the six groups of third reinforcing ribs 6 are distributed in a ring array on the inner wall of the fourth reinforcing ribs 7, and one end of the six groups of third reinforcing ribs 6 is respectively connected to the outer wall of the six groups of second reinforcing ribs 5.

[0016] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A composite reinforced prestressed concrete special-shaped pipe pile, comprising a concrete special-shaped pipe pile body (1), the concrete special-shaped pipe pile body (1) comprising a concrete pile (10), the concrete pile (10) being provided with end plates (2) on both sides, two groups of the end plates (2) being provided with four groups of prestressed steel bar hoops (3) away from the side walls, characterized in that: The outer wall of the concrete pile (10) is provided with a plurality of groups of convex ribs (11), the inner wall of the concrete pile (10) is transversely provided with six groups of second reinforcing ribs (5), the six groups of second reinforcing ribs (5) are connected with first reinforcing ribs (4) in pairs, the inner walls of the plurality of groups of convex ribs (11) are provided with fourth reinforcing ribs (7), the inner walls of the fourth reinforcing ribs (7) are provided with six groups of third reinforcing ribs (6), and one end of the six groups of third reinforcing ribs (6) is respectively connected to the outer walls of the six groups of second reinforcing ribs (5).

2. The composite reinforced prestressed concrete special-shaped pipe pile according to claim 1, characterized in that: Six groups of the second reinforcing ribs (5) are distributed in a circular array inside the concrete pile (10).

3. The composite reinforced prestressed concrete special-shaped pipe pile according to claim 1, characterized in that: The first reinforcing rib (4) is arranged in the form of an arc-shaped pile.

4. The composite reinforced prestressed concrete special-shaped pipe pile according to claim 1, characterized in that: The six groups of the third reinforcing ribs (6) are distributed in a circular array on the inner wall of the fourth reinforcing rib (7).

5. The composite reinforced prestressed concrete special-shaped pipe pile according to claim 1, characterized in that: The fourth reinforcing rib (7) is arranged in a ring shape.

6. The composite reinforced prestressed concrete special-shaped pipe pile according to claim 1, characterized in that: The four groups of prestressed steel bar hoops (3) are distributed in a circular array on the right side wall of the end plate (2).